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IAAM-LR 990930ALPHA TESTING, INC. 2209Wisconsin St.,Suite 100 REPORT OF PIER MONIT ORING Dallas. Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 TESTED FOR: Frank Dale Construction, Inc. DATE: 9/3o/99 Southlake, Texas OUR REPORT NUMBER: 99571-72 ARCHITECT: Haldeman Powell & Ptilm. GENERAL CONTRACTOR: Frank Dale Constr. PROJECT: IAAM Headquarters Bldg. PIER CONTRACTOR: Wylie Drilling Coppell, Texas CONCRETE SUPPLIER: T X I Pier Information: SCREEN WALLS: Pier Designation Northwest Northeast Southwest Southeast o,t, p,,, oo,~ 30-Sep 30-Sep 30-Sep 30-Sep o~o Co.c..,. ~,a~-~ 30-Sep 30-Sep 30-Sep 30-Sep Shaft [),..e~m'. I:)e~gn, Actual. in 24 J 24 24 24 24 24 24 J 24 I I G,o,,d Sur~., E~..-~o. 99.5 99.5 99.5 99.5 TO, of Pie, Elevation-Design 97.5 97.5 97.5 97.5 B°tt°m of Pier Elevation-Design ' Actuai, ff 86.6I 86.6 86.5 86.5 87.5 87.5 87.5187.5 I I Dev,abom from Design Elevation (fi+) 0.0 0.0 0.0 0.0 Ve~cal Steel Reinforc,ng 4 #7's 4 #7'S 4 #7's 4 #7's v.~.s~es~. ~.~.~.g #3's @ 18" D.C. #k3's @ 18" D.C. #-3's @ 18" D.C. #3's @ 18" D.C. Splices (No & Location) N/A N/A N/A N/A Length of Casing used. ft N/A N/A N/A N/A De.~ to Be~nng Strata, ~t N/A N/A N/A N/A P...t~tio, of P~o. i,,.o B,,~,g St~t,. ~t N/A N/A N/A N/A Total Depth Drilled 12.9 13.0 12.0 12.0 REMARKS: Elevations as provided on plans, survey of elevations not provided by Laboratory. Total depth of pier determined by Respectfully Submitted Frank Dale Construction and Alpha Testing, Inc.__._-----~ Osburn Contractors. Geotechnical Eng~,cc.-ir)g · Canstructlon Materials Testing · Enw~tal Engineering · Consulting